PROVN OF RETAINING WALL AND DRAIN BETWEEN CERTAIN UNIT LOCATIONS IN THE AOR OF AGE B/R-II UNDER GE 864 EWS, JOB NO W/EVI-06/BB CANTT/2024-25

Amount

Ecxcavation in earth by mechanical means (Hydraulic Excavator) in foundation trenches or drains (not exceeding 1.5m in width or 10 Sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil within a lead of 50m for all kind of soil all as specified and directed.

M&L plain cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete in drain etc complete all as specified & directed.

M&L for walling of random rubble stone masonary built in CM 1:4, uncoursed, well bonded, bedded and solidly hearted, and pointed on the surfaces in contact with earth in the same mortar as work complete all as specified and directed.

Extra over stone walling for hammer dressing with maximum depression n exc.20mm on face from straight edge held against the dressed surface to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses , Granite or Trap stone, all as specified

M&L for rendering plaster 15mm thick in CM 1:4 on stone masonry surface finished even and smooth without using extra cement complete all as specified and directed.

M&L for plain cement concrete 1:2:4 type B1 (using 20mm graded crushed stone aggregate) as in coping and like including necessary formwork weathering, slightly rounded or chamfered angles, complete all as specified and directed.

M&L for plain cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in surface channel and drains etc complete all as specified and directed.

Construction of RCC culvert having 0.5m span and width 7.5m (Berm+width of road+Berm) complete all as specified and directed shown in drg No CESZ/TD-1100/2011 Sh 1/1.

Excavating over area not exceeding 1.5 m deep and getting out hard and dense soil complete all as specified and directed.

M&L PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed.

M&L for walling of random rubble stone masonary built in CM 1:6, uncoursed, well bonded, bedded and solidly hearted, and pointed flush the surface in contact with earth in the same mortar as the work proceeds including necessary weep holes at 2m centre to centre as in retaining wall as directed.

M&L for PVC (SWR) pipe single socketed in any length of 110mm bore for weep holes, complete all as specified and directed.

M&L for raised pointing to random or polygonal rubble, un coursed or brought upto courses in CM 1:4, complete as specified and directed.

Returning, filling in including back filling of retaining wall, spreading, leveling, watering and well ramming in layers not exc 25cm all as specified and directed.

Removing excavated materials n. exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed.

M&L for hand packing (any thickness) at back of walls over arches etc, and raising (or lowering) to the required level with broken stone or boulder, complete all as specified and as directed.

AHMED CONSTRUCTIONS AND INFRA PVT LTD (BID ID -3315137)

M/S BASHIR AND SONS (BID ID -3320825)

M/S GASSI BROTHERS (BID ID -3315486)

M/S Tajamul Ah Buchh (BID ID -3322076)

M/s Muzaffar Ahmad Mir (BID ID -3315375)

M/S B A Traders (BID ID -3309978)